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| Lead Project: 189-01-0020 | |||
| Parish: BEAUREGARD | |||
| Routes: LA 394 | |||
| Description: US 171 - LA 113 | |||
| Type Const:
drainage structures, cold planing, class ii base course, in-place stabilized base course, superpave asphaltic conc. overlay, lime treatment, pvmt patching & related work. | |||
| Estimated Construction Cost: $6,986,761.89 | |||
| Rank | License | Bidder | Construction Bid |
|---|---|---|---|
| 1 | 34356 | PRAIRIE CONTRACTORS INC. | $6,782,461.10 |
| 2 | 12312 | GILCHRIST CONSTRUCTION CO. LLC | $6,974,686.39 |
| Item Number | Item Description | Quantity | Unit of Measure | - 1 - PRAIRIE CONTRACTORS INC. |
- 2 - GILCHRIST CONSTRUCTION CO. LLC |
|
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|---|---|---|---|---|---|---|---|---|---|---|---|
| Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | Unit Price | Total Amount | ||||
| 202-02-G | removal of surfacing & stabilized base | 1,772.0 | SQYD | 5.00 | 8,860.00 | 15.00 | 26,580.00 | ||||
| 202-02-H | removal of guard rail | 2,483 | LNFT | 10.00 | 24,830.00 | 12.00 | 29,796.00 | ||||
| 203-07 | borrow (vehicular measurement) | 500 | CUYD | 25.00 | 12,500.00 | 30.00 | 15,000.00 | ||||
| 302-02-A | class ii base course (4" thick) | 49,329.0 | SQYD | 10.50 | 517,954.50 | 9.50 | 468,625.50 | ||||
| 303-01-B | in-place cement stabilized base course (8 1/2" thick) | 38,056 | SQYD | 7.00 | 266,392.00 | 8.00 | 304,448.00 | ||||
| 303-02 | removal of existing patches | 500 | SQYD | 30.00 | 15,000.00 | 6.00 | 3,000.00 | ||||
| 304-01 | lime | 115.50 | TON | 170.00 | 19,635.00 | 170.00 | 19,635.00 | ||||
| 304-03-B | lime treatment (type c) (8 1/2" thick) | 6,111 | SQYD | 6.50 | 39,721.50 | 3.50 | 21,388.50 | ||||
| 305-01-D | subgrade layer (12" thick) | 38,056 | SQYD | 7.00 | 266,392.00 | 10.00 | 380,560.00 | ||||
| 401-02 | aggregate surface course (adjusted vehicular measurement) |
7,934 | CUYD | 65.00 | 515,710.00 | 85.00 | 674,390.00 | ||||
| 502-01 | superpave asphaltic concrete | 31,067.3 | TON | 80.00 | 2,485,384.00 | 85.00 | 2,640,720.50 | ||||
| 502-01-A | superpave asphaltic concrete, drives, turnouts and miscellaneous |
4,403.2 | TON | 60.00 | 264,192.00 | 105.00 | 462,336.00 | ||||
| 509-01 | cold planing asphaltic pavement | 31,776 | SQYD | 4.75 | 150,936.00 | 2.00 | 63,552.00 | ||||
| 509-02 | contractor retained reclaimed asphaltic pavement | - 1,281 | CUYD | 0.01 | - 12.81 | 0.01 | - 12.81 | ||||
| 510-01-B | pavement patching (12" minimum thickness) | 2,001 | SQYD | 81.00 | 162,081.00 | 90.00 | 180,090.00 | ||||
| 510-02 | pavement widening | 3,950.4 | SQYD | 38.50 | 152,090.40 | 85.00 | 335,784.00 | ||||
| 602-02-A | cleaning and resealing existing longitudinal pavement joints |
194 | LNFT | 10.00 | 1,940.00 | 1.70 | 329.80 | ||||
| 602-02-B | cleaning and resealing existing transverse pavement joints |
312 | LNFT | 10.00 | 3,120.00 | 1.70 | 530.40 | ||||
| 701-01-G | cross drain pipe (18" rcp/cmp/pcp) | 134 | LNFT | 75.00 | 10,050.00 | 110.00 | 14,740.00 | ||||
| 701-01-G/I | cross drain pipe (18" rcp/pcp or 24" cmp) | 506 | LNFT | 75.00 | 37,950.00 | 110.00 | 55,660.00 | ||||
| 701-01-I | cross drain pipe (24" rcp/pcp) | 256 | LNFT | 85.00 | 21,760.00 | 120.00 | 30,720.00 | ||||
| 701-01-I/K | cross drain pipe (24" rcp/pcp or 30" cmp) | 132 | LNFT | 85.00 | 11,220.00 | 120.00 | 15,840.00 | ||||
| 701-01-K/M | cross drain pipe (30" rcp/pcp or 36" cmp) | 430 | LNFT | 105.00 | 45,150.00 | 140.00 | 60,200.00 | ||||
| 704-01-A | guard rail (single thrie beam)(3'-1 1/2" post spacing) | 156.3 | LNFT | 30.00 | 4,689.00 | 30.00 | 4,689.00 | ||||
| 704-01-B | guard rail (single thrie beam)(6'-3" post spacing) | 808.0 | LNFT | 40.00 | 32,320.00 | 40.00 | 32,320.00 | ||||
| 704-03 | blocked out guard rail | 1,225.2 | LNFT | 20.00 | 24,504.00 | 19.00 | 23,278.80 | ||||
| 704-05 | guard rail anchor sections (bct) | 25.0 | LNFT | 70.00 | 1,750.00 | 74.00 | 1,850.00 | ||||
| 704-08-B | guard rail transitions (double thrie beam) | 650.0 | LNFT | 55.00 | 35,750.00 | 55.00 | 35,750.00 | ||||
| 704-11-B | guard rail end treatment (tangent) | 32 | EACH | 2,200.00 | 70,400.00 | 2,500.00 | 80,000.00 | ||||
| 710-01 | flowable fill | 2,556 | CUYD | 55.00 | 140,580.00 | 115.00 | 293,940.00 | ||||
| 713-01 | temporary signs & barricades | lump | LUMP | 580,000.00 | 580,000.00 | 50,000.00 | 50,000.00 | ||||
| 713-03-A | temporary pavement markings (broken line)(4" width)(4' length) |
31.420 | MILE | 400.00 | 12,568.00 | 325.00 | 10,211.50 | ||||
| 713-03-B | temporary pavement markings (broken line)(4" width) (10' length) |
24.374 | MILE | 0.01 | 0.24 | 450.00 | 10,968.30 | ||||
| 713-04-A | temporary pavement markings (solid line)(4" width) | 37.212 | MILE | 0.01 | 0.37 | 650.00 | 24,187.80 | ||||
| 717-01 | seeding | 67 | LB | 30.00 | 2,010.00 | 15.00 | 1,005.00 | ||||
| 718-01 | fertilizer | 1,120 | LB | 2.00 | 2,240.00 | 1.00 | 1,120.00 | ||||
| 726-01 | bedding material | 129.0 | CUYD | 85.00 | 10,965.00 | 90.00 | 11,610.00 | ||||
| 727-01 | mobilization | lump | LUMP | 580,000.00 | 580,000.00 | 300,000.00 | 300,000.00 | ||||
| 729-16-B | object marker assembly (type 2) | 104 | EACH | 62.00 | 6,448.00 | 70.00 | 7,280.00 | ||||
| 729-16-C | object marker assembly (type 3) | 32 | EACH | 69.00 | 2,208.00 | 75.00 | 2,400.00 | ||||
| 731-02 | reflectorized raised pavement markers | 2,074 | EACH | 5.00 | 10,370.00 | 5.50 | 11,407.00 | ||||
| 732-02-A | plastic pavement striping (solid line) (4" width) | 18.606 | MILE | 2,500.00 | 46,515.00 | 2,800.00 | 52,096.80 | ||||
| 732-03-A | plastic pavement striping (broken line)(4" width) | 12.187 | MILE | 700.00 | 8,530.90 | 900.00 | 10,968.30 | ||||
| 735-01 | mailboxes | 195 | EACH | 2.00 | 390.00 | 8.00 | 1,560.00 | ||||
| 735-02 | mailbox supports (single) | 109 | EACH | 125.00 | 13,625.00 | 125.00 | 13,625.00 | ||||
| 735-03 | mailbox supports (double) | 18 | EACH | 200.00 | 3,600.00 | 200.00 | 3,600.00 | ||||
| 735-04 | mailbox supports (multiple) | 16 | EACH | 350.00 | 5,600.00 | 400.00 | 6,400.00 | ||||
| 740-01 | construction layout | lump | LUMP | 1,000.00 | 1,000.00 | 35,000.00 | 35,000.00 | ||||
| S-002 | surface preparation | lump | LUMP | 150,000.00 | 150,000.00 | 145,000.00 | 145,000.00 | ||||
| S-127 | sawcuts in asphaltic concrete lifts | 506 | LNFT | 7.00 | 3,542.00 | 1.00 | 506.00 | ||||
| CONTRACTOR TOTAL | 6,782,461.10 | 6,974,686.39 | |||||||||